HomeMy WebLinkAboutREVIEW RESPONSE LETTER - 19-00479 - 12th W & Hwy 33 - SITE PLAN
Imagine Sustainable Solutions to the Natural and Built Environments 3853 W. Mountain View Dr., Rexburg, ID 83440 |208-351-2824 |civilizedesign@gmail.com
December 05, 2019
Keith Davidson, P.E.
Public Works Director
City of Rexburg
35 North 1st East
Rexburg, ID 83440
SUBJ: REXBURG WEST SUBDIVISION – RESPONSE TO REVIEW COMMENTS
Dear Mr. Davidson,
Pursuant to the preliminary plat submittal regarding Rexburg West Subdivision owned by Mitch Neibaur,
the engineering drawings component of the preliminary plat submittal was submitted to the City on
November 27, 2019. The submittal of the engineering drawings completes the preliminary plat submittal
as the actual preliminary plat prepared by Teton View Surveying was submitted to the City sometime
prior.
Over the course of the past few months, the applicant, the engineer, the surveyor, and the city have had
several meetings to discuss the project and the City has conducted informal reviews on progress drawings
in an effort to steer the applicant toward compliance with City of Rexburg Development Code. Some of
those review comments have been provided in written form to the applicant and/or the engineer. During
our conversation yesterday, I offered to prepare a document indicating a response to those written
comments to facilitate the City review of the engineering drawings portion of the preliminary plat
submittal. This letter fulfills that offer.
I understand the City has reviewed the various planning level submittals and developed written
comments. I have participated in several meetings with the City and have been provided with one or
more sets of written comments and seem to recall at least one document with comments as well as
requirements for inclusion on the preliminary plat. However, upon checking my files, I currently have the
Staff Review Summary dated April 11, 2019, the Staff Review Summary dated October 16, 2019 (which
is inclusive of the April summary) ,and Ready Team meeting notes dated June 25, 2019 and September
11, 2019. At the most recent meeting with the City, the current comments were not provided. Therefore,
I phoned Joel Grey this morning and he recounted verbally the comments from previous reviews.
It appears that the City staff believed the conceptual design drawings were submitted as preliminary plat
drawings and reviewed those drawings under that assumption. Any submittal of engineering drawings
prior to November 2019 was conceptual as the configuration of the development, the agreement for an
approach on Main Street, the requirements for improvements assigned to the developer regarding Main
Street and 12th West, an allowance for Dr. Fullmer to proceed with construction, the need for rezoning to
accommodate the Owner’s vision, street locations, lot boundaries, project phasing, and other issues were
not sufficiently resolved to prepare and submit a preliminary plat.
Response to City Comments from October 16, 2019 (Inclusive of applicable comments from
April 11, 2019)
GIS Preliminary Plat Review dated March 26, 2019 (received 8/13/19)
Does the boundary close? There is no boundary description included.
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The boundary description is provided on the preliminary plat survey document. It has changed several
times over the course of the project but now reflects the configuration of the development as submitted.
Are the street and/or alley names unique? Street names are not good, street is a designation not a name.
Same with parkway. Please change Street A and Parkway B to something else.
At the time conceptual drawings were submitted and reviewed, the Owner had not designated street
names. The Owner has subsequently submitted street names and received approval for those names.
Is the subdivision name unique?
The Owner has settled on the name Rexburg West for the subdivision and the City has approved that
name.
Do the lot and block numbers uniquely identify the parcel, and are they in sequence with the adjoining
phases if applicable? Lot 5 Block 1 should be a different Block number. I would suggest making the lots
in block one urn in order like either lot 4 or lot 6 being lot 1 and following through.
After several iterations, the lot and block numbers have been assigned. They uniquely identify each parcel
and are in sequence with adjoining phases.
P&Z Preliminary Plat Review (received 8/13/19)
A preliminary plat will need to be completed for this project.
A preliminary plat complete with both survey and engineering documents was prepared and submitted in
November 2019. Previous submittals were conceptual in nature.
No boundary description by metes and bounds is included on the plat.
Boundary description provided on most recent survey plat submittal.
Streets will need named as per 11.04.040
At the time conceptual drawings were submitted and reviewed, the Owner had not designated street
names. The Owner has subsequently submitted street names and received approval for those names.
Does the vehicular circulation connect with adjacent properties? Lot 3 Block 1 ownership is not shown
on the plat; GIS identifies this area as being owned by Matthew Melvin Griffith. West property owners
are not identified on the plat. Also, lot 6 Block 1 ownership is not identified.
The property ownership has been identified on the most recent survey plan submittal.
Are streets gridded for connectivity?
The streets are gridded for connectivity. If something else is desired, please inform the Owner.
Is access to the development adequate? Access on Hwy 33 will need to be determined in conjunction
with Public Works and ITD. See Public Works review notes.
The Owner has submitted conceptual drawings and the preliminary plat drawings to ITD for review and
comment. The City and ITD have met to discuss the access. The Owner met with four ITD
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representatives on site to discuss access. Verbal agreement from both the City and ITD was garnered for
access onto Hwy. 33.
Is access to neighboring parcels needed? Road stubout, Parkway B going East will need to connect to
future development to the East.
The stubout is provided for access to future developments to the east.
Are pedestrian ways between developments adequate for the area (width 10' or greater)? See site plan.
Pedestrian access is provided per City of Rexburg Engineering Standards, road cross sections.
Is the intent of the public right-of-way dedication clear? Streets will need to be built to City Engineering
Standards to be dedicated to the City.
The Owner has discussed the street cross sections with the City and understands there are ramifications if
those sections are not configured to a city standard. At present, Pahsimeroi Blvd. is not standard and the
north-south leg of Sawtelle Avenue is not standard. All other streets are a standard street cross section.
Are potential land use conflicts resolved? Potential issue with floodplain to the North.
What is the issue?
Will the subdivision stress the existing transportation system? Hwy 33 access stress. Waiting on ITD
Engineering for this access.
A traffic impact study was discussed. The requirement for developing that document was postponed. ITD
is reviewing their requirements and may, or may not, require a TIS.
Has a site plan review checklist been completed? See Site Plan Review case 19-00479.
The Owner has not completed a site plan review checklist. Is that checklist relevant for a single site or
for a subdivision?
Does the development meet zoning requirements? The Comprehensive Plan designation of commercial
supports the current zoning of Community Business Center (CBC).
After some discussion with the Ready Team, the site as configured in the preliminary plat submittal meets
zoning requirements. The Owner understands that if development plans outside of allowed used are
desired, a zone change will be necessary in the future, though approval is not guaranteed.
Are their pedestrian connections with adjacent properties? Sidewalk connectivity required on this
development adjacent to streets for pedestrian access. Internal pedestrian ways required.
Sidewalks are provided for connectivity to adjacent properties, along adjacent streets, and for internal
circulation.
Does the plat address any special development issues such as steep slopes, hazards, cemeteries, etc.?
Temporary access onto 12th W just north of Fullmer office will be limited to 1 year and will need to be
paved, potentially 2-3 years. Radiuses on the asphalt are needed as well.
Temporary access included in the design of the subdivision. Radiuses are provided on the asphalt for the
temporary access and other streets.
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PW Preliminary Plat Review
Is preparation of the development agreement required? This will be started once we receive the
preliminary plat.
The development agreement has been discussed multiple times and the Owner anticipates working
through the development agreement terms prior to Final Plat.
How does access affect transportation? All access on Highway 33 will need to be approved by the State.
The Owner and the City have had multiple discussions regarding Hwy. 33 and access to the development.
ITD agreed that access from Hwy. 33 opposite the Valleywide approach was acceptable with certain
restrictions, namely no left turning movements being allowed. Drawings have been submitted to ITD
twice, one at planning level and then the current engineering drawings as part of the preliminary plat.
ITD is meeting to review those drawings today, December 5.
Has the applicant provided adequate detailed plans for water, sewer, storm water & drainage to meet City
and State standards? Need to show all utilities on the preliminary plat.
The engineering drawings for the preliminary plat submittal show water, sewer, and storm drain utilities
including service laterals. Rocky Mountain Power has been approached regarding their requirement for
utility easements. Public utilities will be shown in greater utility on the Final Plat plan & profile sheets.
Ready Team Meeting Notes 9/11/19
The City has spoken with adjacent property owners.
Acknowledged. As has the Owner.
Shift the north, east-west road to put the centerline on the property line. The City has allowed half-roads
to be built. At Wal-Mart, the north road has built a meaningful half to provide use.
The location of the road was shifted as requested.
Parking stalls. Since this is a different road standard, there would have to be an agreement. The City
would plow and maintain the travel lane. The snow would then need to be picked up off the edges and
hauled away. The on-street parking stalls shown cannot be counted as stalls for the property uses. Where
are the 600 parking stalls needed?
The Owner understands the requested and submitted road design varies from the city standards,
acknowledges there may be maintenance provisions that will be the responsibility of the Owner, and that
on-street parking cannot be counted as part of the parking provided. The Owner would still like to pursue
the cross section presented on the preliminary plat submittal..
Permitted uses. Housing is not allowed in the zone. Hotels are allowed. No multi-family housing. There
is a setback requirement for TAG. The setbacks of this project bordering the TAG zone needs to match
the TAG setbacks.
These comments are applicable to buildings shown by the Owner on conceptual drawings. The Owner
acknowledges the constraints listed and recognizes that allowance of those uses will require a zone
change, which is not being requested at this time. The approval of the subdivision, as presented on the
preliminary plat submittal, does not include those elements.
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The atypical street cross sections on Main Street are dictated by ITD.
The Owner acknowledges this provision.
Notes say to extend water and sewer lines. Please show them on the drawing. 10” is shown on sewer line
needs to be 8”. Sewer service going north will need to be able to service the properties to the West side
of the north-south road or run north. Show stub-outs and storm drainage plan views. Please show
sidewalks. The sidewalks are against the buildings north to south.
Water and sewer line extensions have been added on the preliminary design drawings submitted as part
of the preliminary plat. The sewer line was reduced to 8-inch diameter. Sewer service going north only
extends to the temporary access and is not planned for construction in the 12th West corridor. Service
laterals are shown as are sidewalks.
Intent of design: Commercial units, condominium units with 10’ hallway for the buildings. Office and
retail on the bottom floor. Building on west 3-story with multi-family, commercial on the 1st floor.
Building on the east commercial on 1st floor, east side floors 2,3,4 a hotel and 5th multi-family. Mixed
use zoning is suggested. The multi-family use is not allowed in Community Business Center.
The preliminary plat submittal as presented does not include depiction of multi-story, multi-family
structures. The Owner understands that such structures with those uses will require a zone change,
recognition of setbacks for zoning of adjacent properties, substantial parking provisions, and so forth.
Talk with power company. In some areas, they like to have a 15’ easement. Talk to Tony Perkins at
Rocky Mountain Power.
The Owner spoke with Tony Perkins at Rocky Mountain Power. He referred him to the planners in
Rexburg. Tony did suggest the power company would prefer a wider easement. The Owner elected to
submit the preliminary plat with easement widths as required by the City.
Remove building lines and show lot lines. Shift the north, east-west road to put the centerline on the
property line. The City has allowed half road
Building lines removed. Lot lines shown.
Verbal Comments from Joel Grey on December 5, 2019
1. The City prefers five lanes at present in lieu of seven lanes on Main Street.
After multiple discussions with ITD and the City of Rexburg, the Owner understands that the ultimate
design of Main Street is for seven lanes. The idea of five lanes was discussed at those meetings along
with the provision of curb and gutter and the walking path as part of the Main Street road section. The
resulting direction was coordination with ITD as well as the City to determine an acceptable roadway
section. The Owner did consult with both agencies, submitted conceptual design drawings to both
agencies, discussed the merits of the curb and gutter location corresponding with five lanes versus seven
lanes, asked about the functionality of the Main Street and 12th West intersection west of 12th West with a
design for seven lanes east of that intersection, haggled over the location and nature of an approach to
the development from Main Street, inquired about lane configuration and striping for the right-in and
right-out approach onto Main Street, requested design drawings from the City related to the future
configuration of that intersection (which were provided), obtained design drawings from ITD for the
Main Street and 12th West intersection, met with four representatives from ITD including the District
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Engineer at the project site to discuss their requirements, and prepared further conceptual design
drawings of Main Street for preliminary review by both agencies. The Owner received comments from
ITD based on the conceptual design and proceeded with completion of the engineering drawings to
accompany the preliminary plat submittal for review by both public agencies
The intersection as exists consist of four lanes. The westbound lanes which the Owner understands may
be his responsibility as the developer on the northeast corner of the intersection, consist of a left-turn bay,
a through lane, and a right-turn bay. The eastbound lane is a through lane. Based on the City’s
direction to include five lanes, and considering the Owner’s understanding that their responsibility was
the north half of the roadway, and additional through-lane was considered and configured into the design
of the intersection. The Owner recognized the challenge this additional lane would pose for through
traffic given the lane does not have a mating receiving lane west of the intersection and brought that to
the attention of the City with a resulting response to prepare the design east of the intersection.
By adding the additional through-lane for the west bound traffic, the north half of the ultimate seven lane
configuration for Main Street is complete (center left-turn lane, two through-lanes, and a right-hand turn
lane). The Owner determined with that design it was prudent to construct those lanes in their permanent
location in relation to the ROW, curb and gutter, and sidewalk (in this case, a walking path). As such, the
location of the west-bound lanes was shifted north creating an additional east-bound lane on the existing
roadway surface. The final, or seventh lane is assumed to be a right-hand acceleration lane for east-
bound traffic turning from 12th West.
The Owner understands this intersection layout may not be the City’s preference, or perhaps ITD’s
preference. The second through-lane may need striped such that it is not a traffic lane until sometime in
the future, the lane widths may need altered, the alignment of lanes may need revised. However, if the
City and/or ITD have other thoughts or requirements, that direction needs provided to the Owner before
the Owner can proceed with alternate configurations. Hence, the submittal of the engineering drawings
component of the preliminary plat submittal.
The current, proposed, and ultimate design of Main Street/Hwy. 33 is complex; especially given ITD’s
intentions to replace the interchange of Hwy. 20 and Hwy. 33 with a diverging double diamond
interchange. The Owner simply want concurrence on the configuration, the road section elements
included, and their responsibility for design and construction.
2. Where are locations for snow storage?
The design of the subdivision was altered from one specifically intended for mixed-use to facilitate the
sale of individual lots. Under this more traditional approach, each lot will be responsible for
accommodated snow storage when that lot is developed.
3. Hydrants need shown.
Hydrants were not shown on the conceptual drawings but are now shown on the Utility Plan in the
preliminary plat submittal.
4. The north-south leg of Sawtelle Avenue is not a standard City road cross section.
The Owner is aware this section is not a standard City road cross section. The Owner further
understands this likely means the City will not provide maintenance of that road and such will be the
responsibility of the Owner or others and those provisions will be spelled out in the development
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agreement. With that knowledge, the Owner elected to continue with the desired road cross section as
presented.
5. Are easements for utilities shown? The City specifically suggested a discussion with Rocky
Mountain Power as they have been requesting wider utility easements.
The utility easements are shown on the survey plan as well as the current site plan. The Owner did talk
with Rocky Mountain Power and Rocky Mountain Power did suggest a wider utility easement. The
Owner elected to proceed with the preliminary plat utilizing the easement widths required by the City.
When Rocky Mountain Power prepares their design prior to final plat and determines where they would
like to place transformers, the Owner will widen the easement in that location.
6. Show service laterals for water and sewer utilities.
Service laterals were not shown on the conceptual drawings but are now shown on the Utility Plan in the
preliminary plat submittal.
7. The City does not like the location and/or configuration of the island on Main Street limiting turning
movements to right-in and right-out.
See the response to comment number one. Both ITD and the City limited the approach to the right-in,
right-out turning movements with ITD encouraging a physical barrier precluding any left turn
movements. The island as shown is the Owner’s first attempt at providing the requesting traffic control
measure. If one, or both, agencies prefer a different measure or a different configuration, the Owner
needs that direction and requests concurrence from both agencies. The Owner would like the solution to
be less intrusive if possible.
8. The City requires 8-inch water lines. A note on Utility Plan refers to 6-inch lines.
Note I on the Utility Plan states, “Minimum water main size shall be 8-inch diameter, unless a 6-inch line
is specifically approved by the city engineer.” I believe the note come from the City of Rexburg Design
Standards. However, the size of the proposed water mains is not specifically called out. That will be
rectified for the final plat submittal.
9. The service lateral location on the east-west leg of Sawtelle Avenue falls within the boundaries of a
driveway approach. This is not permissible.
A sanitary sewer service lateral is shown at the location indicated. It will be moved and shown on the
final plat submittal. There is also no water service lateral shown for that lot. This will also be rectified
on the final plan submittal.
10. Valves are not shown on the end of water lines for future connections.
Water valves were not shown on the conceptual drawings but are now shown on the Utility Plan in the
preliminary plat submittal.
11. Provide storm drain calculations.
As a subdivision, the Owner understands that if common stormwater retention is not provide that each lot
is responsible for on-site storm retention and review of stormwater runoff calculations and stormwater
retention is part of the review when each lot submits development plans. It may be that during a previous
submittal of conceptual plans that buildings were tentatively shown on the drawings, triggering the
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comment for stormwater runoff calculations for the entire development. With the preliminary plat
submittal, the buildings are not presented for review and the subdivision is presented with individual lots.
However, provision for managing stormwater runoff from the public streets is required. Stormwater
runoff calculations associated with that portion of the project is presented on the Grading and Drainage
Plan and the catch basins with infiltrators using the detail in the City of Rexburg Engineering Standards
is called out on the drawings for managing that stormwater.
12. Intermediate cross-walks are discouraged.
See response to comment 1. The Owner is aware this is not standard for the City of Rexburg. The Owner
also contends the City has allowed interblock crosswalks in other development projects. The Owner
further understands that given the nonstandard street cross section and the obligation for the Owner to
maintain the roadway that this element may be allowed with any restriction described in the development
agreement.
13. A sewer connection is not shown on the west side of the development.
The sanitary sewer for the development is collected near the corner of Sawtelle Avenue, then directed
west through an 8-inch main, connecting with the City sanitary sewer at the existing manhole on the
northeast corner of the Main Street and 12th West intersection.
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Sincerely,
Brent E. Crowther
Brent E. “Husk” Crowther, P.E., PMP, CFM, MBA
President
Civilize, PLLC
Cc: Mitch Neibaur, 12th West Properties
Jeff Rowe, PLS, Teton View Surveying